Minimum-Weight Design of Vibrating Elastic Structures with Dynamic Deflection Constraint.

Abstract

This report examines the minimum-weight design of linearly elastic structures subject to forced vibration caused by a set of prescribed loads. The design is constrained by a prescribed amplitude of vibration at a specific point on the structure. A necessary and sufficient condition for stationary total weight of the structure is derived by means of the calculus of variations using the principle of stationary mutual potential energy including inertia force. Optimal design problems of elastic rods, beams and trusses with lumped masses are presented as applicational illustrations. An iterative process is established for computing optimum rods and beams.

Document Details

Document Type
Technical Report
Publication Date
Oct 01, 1975
Accession Number
ADA020211

Entities

People

  • N. C. Huang

Organizations

  • University of Wisconsin–Madison

Tags

Communities of Interest

  • Materials and Manufacturing Processes

DTIC Thesaurus Topics

  • Amplitude
  • Calculus
  • Calculus Of Variations
  • Deflection
  • Energy
  • Mathematics
  • Potential Energy
  • Stationary
  • Vibration

Fields of Study

  • Engineering

Readers

  • Mathematical Modeling and Probability Theory.
  • Structural Dynamics.